A 30 m-long precast concrete pile with diameter of 0.4 m in driven in to a thick dry sand layer. The unit weight of the sand is 17 kN/m³. The sand is cohesionless and has an effective friction angle of 36°. Estimate the ultimate bearing capacity by using Coyle and Castello's method for both side point bearing resistance and side resistance.
A 30 m-long precast concrete pile with diameter of 0.4 m in driven in to a thick dry sand layer. The unit weight of the sand is 17 kN/m³. The sand is cohesionless and has an effective friction angle of 36°. Estimate the ultimate bearing capacity by using Coyle and Castello's method for both side point bearing resistance and side resistance.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter12: Pile Foundations
Section: Chapter Questions
Problem 12.2P: A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Qp by a....
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